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Rand Otbah Farqad
University of Mosul, Iraq
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering

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ANALYSIS ON THE USES OF GEO-SYNTHETICS TO STABILIZE SANDY SOIL SUB GRADE Ali A. Al-Zubaidi; Rand Otbah Farqad
Journal for Technology and Science Vol. 3 No. 3 (2026): Journal for Technology and Science
Publisher : PT ANTIS INTERNATIONAL PUBLISHER

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61796/ipteks.v3i3.515

Abstract

Objective: The main goal of this study is to compare how well synthetic and natural geo-textiles work to stabilise sub-grade soil. Method: This study looks at what happens when geo-textiles are used to strengthen the soil under a building. In the lab, the load-penetration abilities of granular soils that had been strengthened with geo-textiles were tested using California bearing ratio (CBR) tests. Results: By using geotextiles, the soil's ability to hold water can be fixed. Geosynthetics are often used to improve road pavement, among other things. Novelty: Soil stabilisation methods include stabilising the soil with cement, lime, hydrocarbons, chemicals, and the new and promising method of stabilising the soil with Geo textiles and Geo artificial fibres.
Co-Authors Ali A. Al-Zubaidi